Plan Review Notes
Plan Review Notes For Permit 09090218
Permit Number 09090218
Review Stop B
Sequence Number 1
Notes
Date Text
2009-09-28 14:19:37BUILDING PLAN REVIEW
 PERMIT: 09090218
 ADD: 5011 BROADWAY AV
 CONT: TO BE DETERMINED
 TEL: (786)368-6455
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE W/ 2009
 SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 SHEET A-1 SITE PLAN NOTES & CODE INFORMATION:
  
 1) WRONG ADDITION OF THE CODE. 110.2* W. P. B.
 ADMINISTRATIVE CODE, INFORMATION THAT IS REQUIRED FOR
 RECORD KEEPING & FOR CERTIFICATE OF OCCUPANCY:
 A) THE EDITION OF THE CODE UNDER WHICH THE PERMIT WAS
 ISSUED. 2007 FBC W/ 2009 SUPPLEMENTS 2007 EFBC-LEVEL
 III SECTION 405
 B) THE TYPE OF CONSTRUCTION AS DEFINED IN TABLE 503,
 CHAPTER 6, TABLE 601. PLANS INDICATE BUILDING TYPE IV
 WHICH IS HEAVY TIMBER, UNDER THECURRENT CODE.PLANS
 DRAWN UNDER THE 2001 FBC THTE EQUIVALENT IV
 CLASSIFICATION TO THE 2007 FBC IS NOW A TYPE II-B.
 PLEASE NOTE THE MINIMUM STANDARD THAT THIS BUILDING
 COULD BE BUILT UNDER THE 2007 FBC PER TABLE 503 IS A
 V-B BUILDING FOR MERCANTILE WITH AREA INCREASES FOR
 FRONTAGE INCREASE AND 506.2 AND SPRINKLER INCREASE PER
 506.3
 D) IF AN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED?
 E) WEATHER A SPRINKLER SYSTEM IS REQUIRED?
 2007 EXISTING BLDG CODE 804.2.2 AUTOMATIC FIRE
 DETECTION. WHERE REQUIRED BY THE FLORIDA BUILDING CODE,
 BUILDING FOR NEW BUILDINGS, AUTOMATIC FIRE DETECTION
 SYSTEMS SHALL BE PROVIDED THROUGHOUT THE WORK AREA.
 903.2.6 GROUP M. AN AUTOMATIC SPRINKLER SYSTEM SHALL BE
 PROVIDED THROUGHOUT BUILDINGS CONTAINING A GROUP M
 OCCUPANCY WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS:
 1. WHERE A GROUP M FIRE AREA EXCEEDS 12,000 SQUARE FEET
 (1115 M2).
 PLEASE PROVIDE A FIRE SPRINKLER PLAN.
 F) IF THIS PERMIT IS TO BE PHASED PLEASE PROVIDE TIME
 LINES FOR EACH PHASE, THE BUILDING OFFICIAL MAY REQUIRE
 SEPERATE PERMITS DEPENDING ON THE PHASED TIME LINE.
  
 2) NOTE PRODUCT APPROVALS ARE NOT REQUIRED AT TIME OF
 PERMIT ISSUANCE BUT WILL BE CONSIDERED A REVISION AND A
 SEPERATE REVIEW AND ASSOCIATED FEES
 WOULD BE REQUIRED.
 FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, PROVIDE 2
 COPIES OF PRODUCT TESTING REPORTS ,MISSING REPORTS ARE
 AS FOLLOWS:
 A) FIXED GLASS/ STORE FRONT
 B) EXTERIOR GLAZED SWING DOORS & SIDELITES
 C) SINGLE EXTERIOR HOLLOW METAL SWING DOORS
 D) PAIRS OF EXTERIOR HOLLOW METAL SWING DOORS
 E AUTOMATIC SLIDING DOORS& SIDE LITES
 F) TRUSS ANCHORS
 G) WALL LOUVERS- DECRATIVE SHUTTERS
 H) EFIS WALL SYSTEMS
 I) SHUTTERS BAHAMA STYLE- ON TOWERS
 J) ROOF ASSEMBLIES UNDERLAYMENT, MODIFIED BITUMEN &
 ROOF TILE
  
 3A) PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION
 AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE
 FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE
 SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG.
 PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT
 IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT
 HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR
 LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
 9B-72.
  
 3B) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE
 PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 4) FLOOR PLAN A-3 INDICATES USE OF POWER HORIZONTAL
 SLIDING DOORS. SHOW COMPLIANCE WITH:
 1008.1.3.3 HORIZONTAL SLIDING DOORS. IN OTHER THAN
 GROUP H OCCUPANCIES, HORIZONTAL SLIDING DOORS PERMITTED
 TO BE A COMPONENT OF A MEANS OF EGRESS IN
 ACCORDANCE WITH EXCEPTION 5 TO SECTION 1008.1.2 SHALL
 COMPLY WITH ALL OF THE FOLLOWING CRITERIA:
 1. THE DOORS SHALL BE POWER OPERATED AND SHALL BE
 CAPABLE OF BEING OPERATED MANUALLY IN THE EVENT OF
 POWER FAILURE.
 2. THE DOORS SHALL BE OPENABLE BY A SIMPLE METHOD FROM
 BOTH SIDES WITHOUT SPECIAL KNOWLEDGE OR EFFORT.
 3. THE FORCE REQUIRED TO OPERA TE THE DOOR SHALL NOT
 EXCEED 30 POUNDS (133 N) TO SET THE DOOR IN MOTION AND
 15 POUNDS (67 N) TO CLOSE THE DOOR OR OPEN IT TO THE
 MINIMUM REQUIRED WIDTH.
 4. THE DOOR SHALL BE OPENABLE WITH A FORCE NOT TO
 EXCEED 15 POUNDS (67 N) WHEN A FORCE OF 250 POUNDS
 (1100 N) IS APPLIED PERPENDICULAR TO THE DOOR ADJACENT
 TO THE OPERATING DEVICE.
 5. THE DOOR ASSEMBLY SHALL COMPLY WITH THE APPLICABLE
 FIRE PROTECTION RATING AND, WHERE RATED, SHALL BE
 SELF-CLOSING OR AUTOMATIC-CLOSING BY
 SMOKE DETECTION, SHALL BE INSTALLED IN ACCORDANCE WITH
 NFPA 80 AND SHALL COMPLY WITH SECTION 715 .
 6. THE DOOR ASSEMBLY SHALL HAVE AN INTEGRATED STANDBY
 POWER SUPPLY.
 7. THE DOOR ASSEMBLY POWER SUPPLY SHALL BE ELECTRICALLY
 SUPERVISED.
  
 5A) THE FOLLOWING ITEMS WILL DEAL WITH ROOFING REPORTS
 BE ADVISED OF THE INFORMATION THAT WILL NEED TO BE
 HIGHLIGHTED BEFORE SUBMITTAL TO THE BUILDING
 DEPARTMENT; THIS ROOF IS MISSING OR NOT IN COMPLIANCE
 WITH THE FOLLOW ITEMS:
 (FLAT ROOF)
 ___ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT.
 ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. ___
 CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE USED.
 ___ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE ___
 .
 ___ THE SYSTEM PROVIDED STATES LIMITATION# 7, SHOULD
 THE FASTENER RESISTANCE BE LESS THAN THAT REQUIRED, AS
 DETERMINED BY THE
 BUILDING OFFICIAL, A REVISED FASTENER SPACING, PREPARED
 , SIGNED AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER, REGISTERED
 ARCHITECT OR REGISTERED ROOF CONSULTANT MAY BE
 SUBMITTED.
 ___ THE SYSTEM PROVIDED INDICATES LIMITATION# 9, NO
 ENHANCED FASTENING ALLOWED.
  
 5B) ROOF TILE FOR SLOPED ROOFS, PLEASE INDICATE WHICH
 FASTENING SYSTEM SHALL BE USED.106.1.2 ADDITIONAL
 INFORMATION REQUIRED. MOMENT OF OVERTURNING, 1609.7.3
 RIGID TILE.
  
 5C) NO INFORMATION FOR FASTENING OF HIP BOARD OR HIP
 TILE. 1507.3.8 APPLICATION. TILE SHALL BE APPLIED
 ACCORDING TO THE MANUFACTURER'S INSTALLATION
 INSTRUCTIONS OR RECOMMENDATIONS OF THE FRSA/RTI
 07320/08-05 (FOURTH EDITION).
  
 6A) A-7 NOR STRUCTURAL PLANS ARE MISSING THE NEW A/C
 CURBS, HOW THE WEIGHT WILL BE CARRIED ON THE WOOD
 TTRUSS SYSTEM AND BAR JOIST SYSTEM (MEZZANINE LEVEL) ,
 WHERE THE POINT LOADING WILL NEED TO BE TAKEN IN AFFECT
 AND THE PANEL POINTS REINFORCED, NEW HEADERS SHAPE AND
 SIZE OF FRAMING AND THE ACTUAL ATTACHMENT OF THE CURB
 TO THE ROOF SYSTEM. 1609.6.1.1 MAIN WINDFORCE-RESISTING
 SYSTEMS.
  
 6B) 301.13 FBC MECHANICAL. WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST WIND
 PRESSURES ON THE EQUIPMENT AND THE SUPPORTS AS
 DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING
 CODE, BUILDING. THIS CODE SECTION IS NOT ONLY FOR THE
 ATTACHMENT OF THE UNIT TO THE STRUCTURAL MEMBERS BUT
 THE ACTUAL MECHANICAL EQUIPMENT ITSELF, THE EXTERIOR
 CABINETRY.
  
 7A) A-4 INDICATES THE USE OF ROOF DRAINS AND OVERFLOW
 SCUPPERS THERE IS NO INFORMATION PROVIDED WHAT THE
 MINIMUM ROOF INSULATION WILL BE LOCATED AT THE ROOF
 DRAINS. FBC 13-404.A.B..1 MINIMUM R-VALUE OF R-10.
  
 7B) UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES,
 DESIGN AND INSTALLATION OF ROOF DRAINAGE SYSTEMS SHALL
 COMPLY WITH THE FLORIDA BUILDING CODE, PLUMBING ,
 CHAPTER 11 .
  
 8) NOTE PLANS DO NOT INDICATE COMPLIANCE WITH: 1503.6
 PROTECTION AGAINST DECAY AND TERMITES. CONDENSATE LINES
 AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT
 (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY
 UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS.
 GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS
 WITH EAVES OF LESS THAN 6 INCHES (152 MM) HORIZONTAL
 PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF
 ABOVE ANOTHER ROOF.
  
 9) SHEET S-1 PLEASE INDICATE WHERE THE PROPERTY LINE IS
 LOCATED, IT APPEARS THAT THE NEW FOUNDATION SYSTEM NEXT
 TO DIXIE HWY MAY BE ENCROUCHING INTO THE RIGHTOF-WAY.
 3202.1.1. STRUCTURAL SUPPORT. A PART OF A BUILDING
 ERECTED BELOW GRADE THAT IS NECESSARY FOR STRUCTURAL
 SUPPORT OF THE BUILDING OR STRUCTURE SHALL NOT PROJECT
 BEYOND THE LOT LINES, EXCEPT THAT THE FOOTINGS OF
 STREET WALLS OR THEIR SUPPORTS WHICH ARE LOCATED AT
 LEAST 8 FEET (2438 MM) BELOW GRADE SHALL NOT PROJECT
 MORE THAN 12 INCHES (305 MM) BEYOND THE STREET LOT
 LINE.
  
 10) SHEET S-4 PLEASE INDICATE COMPLIANCE WITH 1802.2.1
 QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING POWER OF
 THE SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING VALUE
 SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL REQUIRE THAT THE NECESSARY
 INVESTIGATION BE MADE. SUCH INVESTIGATION SHALL COMPLY
 WITH THE PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 .
  
 11) SHEET S-4 INDICATES THE USE OF A VAPOR BERRIER BUT
 NOT SECTION;1816.1 TERMITE PROTECTION. TERMITE
 PROTECTION SHALL BE PROVIDED BY REGISTERED
 TERMITICIDES, INCLUDING SOIL-APPLIED PESTICIDES,
 BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR
 OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED
 FOR USE AS A PREVENTATIVE TREATMENT TO NEW
 CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE.
 UPON COMPLETION OF THE APPLICATION OF THE TERMITE
 PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL
 BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED
 PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING
 STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE
 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
 TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE
 AND CONSUMER SERVICES."
  
 12) SHEET S-4 CODES AND SPECIFICATIONS ALL WORK SHALL
 BE IN ACCORDANCE WITH 2007 FBC HIGH WIND VELOCITY ZONE,
 PLEASE NOT THE HIGH VELOCITY WIND ZONE DESIGNATION IS
 ONLY TO BE USED FOR DADE AND BROWARD COUNTIES, THE CITY
 OF WEST PALM BEACH IS LOCATED IN THE HIGH WIND DEBRIS
 REGIONPLEASE REVIEW FIGURE 1609. THE WIND DESIGN FOUND
 ON SHEET S-2 INDICATES 146MPH, EXPOSURE "C" WHICH IS A
 DADE AND BROWARD REQUIREMENT FOR THE HIGH WIND VELOCITY
 ZONE. IF THE DESIGNER WHICHES TO DESIGN TO THIS MORE
 STRINGENT REQUIREMENT, THEN THE ASSOCIATED HIGHER
 POSITIVE & NEGATIVE PRESSURES MUST
 BE USED IN THTE WIND DESIGN.
  
 12A) SHEET A-6 DOES INDICATE THE PRESSURES FOR THE
 WINDOWS AND DOORS PLEASE PROVIDE INTERIOR ZONES AND END
 ZONE LOCATIONS FOR TCLARIFICATION. NOTE ON THE TOWER
 PRESSURES ARE NOT INDICATED FOR ALL WINDOW
 ELEVATIONS.1609.1.1
  
 12B) SHEET A-4 ROOF PLAN DOES NOT PROVIDE THE ROOF
 PRESSURE ZONE LOCATIONS ZONE 1, 2 OR 3 FOR THE FLAT
 ROOF NOR THE HIP ROOF. 1609.1.1.
  
 12C) SHEET A-6 THE NORTH ELEVATION INDICATES DECRETIVE
 SHUTTERS, ISN'T THIS THE MEZZANINE LEVLE WHERE THE
 MECHANICAL EQUIPMENT IS LOCATED AND THESE OPENINGS ARE
 FOR FRESH AIR NOT A SOLID WALL, IF SO THEY WILL BE
 CLASSIFIED AS LOUVERS, PLEASE PROVIDE THE POSISTIVE AND
 NEGATIVE PRESSURES FOR OPENINGS.
 1609.1.1.
  
 13) SHEET A-7 DOOR D-1 IS INDICATED AS A BY PASS DOOR
 PLEASE PROVIDE COMPLIANCE WITH 1008.1.3.3 HORIZONTAL
 SLIDING DOORS.
  
  
 14) PROVIDE INFORMATION ON THE WALK-IN COOLERS AND
 FREEZERS. 2603.4.1.2 COOLER AND FREEZER WALLS. FOAM
 PLASTIC INSTALLED IN A MAXIMUM THICKNESS OF 10 INCHES
 (254 MM) IN COOLER AND FREEZER WALLS SHALL:
 1. HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND A
 SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450, WHERE
 TESTED IN A MINIMUM 4 INCH (102 MM) THICKNESS.
 2. HAVE FLASH IGNITION AND SELF-IGNITION TEMPERATURES
 OF NOT LESS THAN 600?F AND 800?F (316?C AND 427?C),
 RESPECTIVELY.
 3.HAVE A COVERING OF NOT LESS THAN 0.032-INCH (0.8 MM)
 ALUMINUM OR CORROSION-RESISTANT STEEL HAVING A BASE
 METAL THICKNESS NOT LESS THAN 0.0160
 INCH (0.4 MM) AT ANY POINT.
 4. BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM. WHERE
 THE COOLER OR FREEZER IS WITHIN A BUILDING, BOTH THE
 COOLER OR FREEZER AND THAT PART OF THE
 BUILDING IN WHICH IT IS LOCATED SHALL BE SPRINKLERED.
  
 2603.4.1.3 WALK-IN COOLERS. IN NONSPRINKLERED
 BUILDINGS, FOAM PLASTIC HAVING A THICKNESS THAT DOES
 NOT EXCEED 4 INCHES (102 MM) AND A MAXIMUM
 FLAME SPREAD INDEX OF 75 IS PERMITTED IN WALK-IN
 COOLERS OR FREEZER UNITS WHERE THE AGGREGATE FLOOR AREA
 DOES NOT EXCEED 400 SQUARE FEET (37 M 2 ) AND THE FOAM
 PLASTIC IS COVERED BY A METAL FACING NOT LESS THAN
 0.032-INCH-THICK (0.81 MM) ALUMINUM OR
 CORROSION-RESISTANT STEEL HAVING A MINIMUM BASE METAL
 THICKNESS OF 0.016 INCH (0.41 MM). A THICKNESS OF UP TO
 10 INCHES (254 MM) IS PERMITTED WHERE PROTECTED BY A
 THERMAL BARRIER.
  
 15) SHEET A-7 INDICATES VARIOUS SECTIONS THROUGH THE
 STRUCTURE WITH FINISHES( 106.3.5 MINIMUM PLAN REVIEW
 CRITERIA FOR COMMERCIAL BUILDINGS ;
 15A) PLANS ARE NOT COMPLETE AS TO INTERIOR FINISHES OF
 ROOMS
  
 15B) SECTION 803/ TABLE 803.5.
  
 15C) PLANS ARE NOT COMPLETE AS TO 1HR FIRE RATING
 CEILING, TYPE OF SYSTEM TO BE INSTALLED, 106.1.2
 ADDITIONAL INFORMATION REQUIRED.
  
 15D) INTERIOR WALL AND DOOR SCHEDULE, 106.1.2.
  
 16) TRUSS PLANS WERE NOT SUBMITTED, PLANS FAIL TO
 PROVIDE LOADS TO BE RESISTED, HORIZONTAL, LATERAL AND
 GRAVITY LOADS.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY.
 A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
 DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
 NOTICE.
  
 OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
 - 5:00 PM.
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  


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